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HomeMy WebLinkAboutB14-0043 Inspection Reports �.,I 5020 County Road 754 . . ��et�tech. . __� Glenwood Springs,CO 87601 __ _.._ Phone: 970=945-7988 _ _ Fax: 970-945-8454 HEPWORTH-PAWLAK GEOTECHNICAL hpgeo@hpgeotech.com CONCRETE TEST REPORT Gorman &Company, Inc. Job No. 109 310E Attn: Rob Padley Date Cast: 11-21-14 200 N. Main Street Oregon, Wisconsin 53575 � Slieet: 7 of 1 Project: Lions Ridge Apartment Homes, 1280 N. Frontage Road West,Vail, Colorado Placement Location: Building 2 Footings Supplier: Casey Concrete Time Batched: 10:37 am Load Size (Yds): 10 Truck No: 62 Time Arrived: 11:28 am Yds Delivered: 70 Ticket No: 300968 Time Placed: 11:38 am Yds Ordered: 80 Mix Design: 4000F Method of Placement: Pump Sample Point: Truck discharge Time Sampled: 11:44 am Wet Unit Wt: 145.4 pcf Mix Tolerance: Air Temp: 38° Slump: 3'/x inches Slump: 3 to 6 inches Concrete Temp: 68° Air Content: 1.7 % Air Content: Entrapped air Water Added: None Communication: Supplier was informed of our field test results. Time Cylinders Cast: 11:54 am Initial Cure Time On Site: 3 days Field Storage: Insulated Cure Box Date in Lab: 11-24-14 Cylinder Temperature at Pick Up: 61° Min/Max: 58°/72° Compressive Strength Data 2014 Compressive 2g Da Lab A9e Date Load Diameter Area Y Number Days Ibs. in. in2 Strength (psi) Avg. (psi) 790A 7 11-28-14 54,310 4.01 12.63 4300 790B 28 12-19-14 790C 28 12-19-14 790D Hold/56 Specified Strength for Structure: 4000 psi at 28 days Specified Strength for Mix: 4000 psi at 28 days Notes: ,. .__.._.. ..,._. _- . _....� , . _ _ _ __ _ _ Distribution: Gorman 8 Company, Inc.—Rob Padley(rpadlev(�Daormanusa.coml Gorman 8 Company, Inc.—Matt Bribach(mbribach(�aormanusa.com) Casey Concrete—Shawn Vondette(svondette(df.ws-concrete.com) Justin Orgill Thomas J.Westhoff /qf Field Technician Reviewed By j"�� 5020 C�unty�iaad 154 � Glenwvot#Springs,CO 816p1 Phorte�: 570-945-798$ HEPWOF2TH-PAWLAK G�Cl7EC�-INICAL Fajc:97p-945-8454 - � h eo hp eofech,com R��NFORCEMENT STEEL 1NSPECTi�N REPQRT Cfient: �oa �� : Attn: �`���Gb� Day: �� Date: /f -2! r I � Report No. l�age: 1 of 1 Project: �D Dl i'� �t .��i � Area of fnspectian. ��� � �� � R�feren�e Doeuments Used. ��DE� �1�1�-#�.4 r IU�zzs � �'T�'t1�jzJ�¢.�. ���IN� � �v � S ��c�9✓t �� �`�' �t� ��.�.��z✓���-� �nspection Notes: d,�-- �U�� ��4 Cr ��-�UV (P`1� $ �,�� s�Q�s e���- � ��-r5 ��� i�����r��� ���� � �I'�.� Sf� ��_ S'T,►�ue�,�� � '�-'�[ ������ w� . ., �-���� -_ - ___ Inspection Stat�s: Q Preiiminaryr �Fina! [�Concr�te reinforc�ment as noted aboue was judged to b� in reasonable conformance with the referencect construction documents. ❑ ExceptPons Nated: - Vert�al � � �"� . . . .. ..- - Communicatian: 2 ��2.�'�� ��,� �,�,,,���� G� 6� r�v�2 ���sP��� C� E}ist��u4ion. F�efd Technician RevPewed By �"'�� 542(1 County lRoad 154 � Glenwpad Springs, CQ 816U1 Rhane: 970-945-7988 - HEPIM1d'ORTH-PAWLAK G�EOT�CHiVICAL Fax: 970-945-8454 la�caeo�a.hpqevt@ch.com REINFORCEME�IT S`�EEL �NS@EGT�(7►PJ REP�RT Client: Job No.: 1�� �1��_ �ay:T/Gf�.,� Attr�: � Date; J z -(�'- 1 � Report No. Pa�e: 1 of 1 Project: . t� � � ��� ��� Area of Ins,pectian: ��_ !�C-�-1 2 r .S�j`�`�- ''� U,, ���-� �r.- f ( [t.� �S %�� � fteference Documents us�d: �l�l a ? �I�t� i N C-� S IJ 1�'Tt._.�}� �'��� `��� Inspection Notes: Inspection Status: (] pr�f�minary � ���a� �Cor�cr�te reinfarcement as noted �bove was j�dge�i to be in reasanable conformance with khe referencecf eonstruction documends. � Exeeptic�ns I�oted: Verbal i,� F�►-� `,fJ Communication: �w t F`� J (� � ��, �� � '�:�� - [}istribution: F�eld Technician Review�d By